BE733510A - - Google Patents

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Publication number
BE733510A
BE733510A BE733510DA BE733510A BE 733510 A BE733510 A BE 733510A BE 733510D A BE733510D A BE 733510DA BE 733510 A BE733510 A BE 733510A
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Belgium
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corresponds
desc
requirement
clms page
page number
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Dutch (nl)
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Publication of BE733510A publication Critical patent/BE733510A/nl

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/06Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • E04C3/07Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web at least partly of bent or otherwise deformed strip- or sheet-like material
    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L9/00Rigid pipes
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
    • E04C2003/0421Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section comprising one single unitary part
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
    • E04C2003/043Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the hollow cross-section comprising at least one enclosed cavity
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
    • E04C2003/0434Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the open cross-section free of enclosed cavities
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0447Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section circular- or oval-shaped
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0469Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section triangular-shaped

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Materials For Medical Uses (AREA)
  • Details Of Indoor Wiring (AREA)

Description

  

   <Desc/Clms Page number 1> 
 
 EMI1.1 
 



  8Bu.isYon1i.g element .et gpoot weerstandBwejKogen en alle toepassingen van dit bUÏ&wor8ig e1e8eDt8. 
 EMI1.2 
 



  Het Hoofdoetrooi openbaart bmisvoraige elementen die gekenmerkt worden doo een bijzondere morfologie die tegelijkertijd voordelig is voor het vergroten van de weerstand tegen doorbuiging van de voornoemde bUÏ&yo1'8Ïge sleitenten alsook voor h1Dl gebrnik, door de grote stabili- teit waarmede zij kannen aangebracht worden in hun steun. 



  De buisvormige elementen volgens dit Boofdoctr-ooi worden hoofdzakelijk gekenmerkt doordat zij een bovendeel ver- tonen met cylindrische vorm dat enerzijds en anderzijds ver- lengd is door gebogen flenzen die zelf verlengd zijn door 

 <Desc/Clms Page number 2> 

      
 EMI2.1 
 earijàig, o! ....er.- 1'411.. d81- die aaas 08d8r toe eilld1- ia - .cl8e1te 88't cylimdeiaetMt wazmtMMOFwwn de 8U'8aJ. aanzienlijk kleiner la daa deze vm liet .:.J14 q1i8dri8cb bowBde81. in wam ait...:1apY0r8 vsa dase k..... buis- sos:igs elueaten wrtoaat <  rechts dotKMtM<ta<)< eross a  gewo- vu* van slemnlgo<. aoO>m Gft""" do 9OrI8 VaD -- aleu"lgat" In mm aodel'e oitroa3ags- 901'11 wordt de rerbind3ng 'tn888i1 het boven¯ en het phi cylittdriweh deel. waarvan ds b'aabl.1:nIlan ¯olijk wm sdri7 Z.aà d.ia, ven:

  &kerd dom, de zijuan- 1JIU18Y.. de rechte doorso4tde een S-worm, ftlepeJctievu1i.ilt eeD enige¯ geproaonceesde 8-VO+ vertoont. 



  Om reden van de zteede gmAew* 1:Oepa.aiaiilt- vam zulke bniawomige elesienteu ea meep speciaal. de verscheidenheid van deze t08passiDa- vemlea de g¯41d0 eisen steeds strenger. Meer speciaal ttorden Reeds grotere vee1'8taDden vereist niet enkel tegen c.rarbc.gfng in -n vertikaal vlak naar eveneens tegen doorbniging in 1:IIee loodrecht op elkaar staande vlakken* In andere   gevallen   nog moet deze weerstand aanzienlijk vergroot worden in andere   vlakken   dan het vertikaal en horizontaal vlak,   afhankelijk   
 EMI2.2 
 van de geoogde toepassingen, respektievelijk van de bijzon- dere invloeden die juist   voorkomen   van de   voornoemde   toe- passingen. 



   Aanvraagster is er alzo toe gebracht zekere aan- passingen te   bestuderen   van de buisvormige elementen, voor- werp van het hoofdoctrooi, met het inzicht te   kunnen   voldoen 
 EMI2.3 
 a<"; deze êr5'"-h-illende eisen, daar het duidelijk ia dat één enkel type   buisvormig   element tegelijkertijd niet xan 
 EMI2.4 
 beantstoorden aaD de soms r tegenspraak zijnde eisen van alle toepassingen.

   Tot dit doel bestaan de   verbeteringen   

 <Desc/Clms Page number 3> 

 
 EMI3.1 
 -.-:. - r - "';;....: - ... -'1...-......'" -- ..,.}')1: :...' \, 901..-  itvittdia meefdMHj 1* het weXWeaMXttijicem raw 1" 8J T toa Ua einde 8n lI8t wa3kn*l w1M   r- às WClJlJI.1tvd118 to 4ta ae1iibud18 dia- d888 ....18 .".11--",,- la bet JlDdi'ï-.:t.-<k)1 t.nd:J1. ja bet vlak en Mlfw la cí3as ,.,1.-... bat hela¯-      
 EMI3.2 
 als e1.¯t we<Mt w fto<mt met CJ'Ot8N 08 red- wa - 1.

   Y8& liet lndnanIia e1118f".at" t8a <iNd* 't888 ft 1Ik914iH., *eopnPdewu1ijk do afger¯ of --fee 481..... do buisvcanigre 81eJ rn'" ta aten." Ia het geval ..... p1aatse1J.ike da Icrootsstsalea slatíef ic7.e3a sija ta,.il abs. de kIoa...... gei-aaft delen, de 1Ioek.1d"84ff-;- --$eO "",,""'1i:Jk zijn no- wamde ha""" 't'ceJNI8wfn¯. be dk¯ die ¯ zijn ten einde em pooter 1¯-ql treac- heid.-f t te ""OHM zijn eseentieel .-.Ier1i.jJt cm JtuDD8D weerzien worden. he'Rij op do 0-chn- de1.¯, 1Ietsij op de rlakke cJeJ.8D, hetzij nog op het 8I!iipaat Y8i zalxe rlaldce en/of gebogen delen.

   Door in :&1I1Jte CIO- -ten deze aie8Ie t:ec1miek te b sal en de elementen tcannen wewozeoijken 88t; grote waa4 ii deze e1e..-nteD oneindig 1ijlte profielen of rechte dot.4"'811eden kunnen vertxmm. lIe1; is du3 eea""""a als voor- beeld dan in de bi j ade tekeningen ut9v-a iaa- s3a weer- gegewen, waarbij dezetelceningen iu perspdctief een gedeelte veergn'1!li van een buisvormig elenent net hoge t:aDd volgens de uitvinding en waarbij de kenmerken van deze ver- schi33ende uitvoeringen kmmen gevijzigà cm onderling getconbineerd worden wo-- hec inzicht een groter aantal au1Jte baiavoraige element= te vesezenlijken. ra figuur 1. is een bais1fora'ig element we¯egevm van het type zoals beschreven in het hoofdoctreoi.

   Dit element 

 <Desc/Clms Page number 4> 

 
 EMI4.1 
 wordt volgend de huidige uitvln¯g gekenmerkt deer lee 1ongitudiD<"'11e zij ribben 1-? Maarvan de straal R al&c Je hoogtes'tand ervan op het bnievomig element essm-ie3 ver- ander1ij Lijn. 



  Iii figuur 2 is een mitvoringsvariaate ir: gegeven van figuur 1, waarbij bet bmisvormig element tit,-t paar ribben vertoont, respektievelijlE 3-4 en 5-5 die enerzijds en ander- zijds van het bnisvormig element zijn aangebracht en die zich uitstr&Mcen over 42 gactte lengte van tiit laatj:T:e< Het aantal, de JCJ.-.oe.testraa.1 alaocac de relatieve stand eau deze zijribb±!! zijn erenems veranderlijk. 



  In figuur 3 is een huisvontig element steer-l-,Ze dat zeer gelijkend in aan dit s<Mtl< beschreven in het hoofd- octrooi .MAr waarbij het bo1l"tmdee1 ! met eylinAt*isahe vorn verbonden is met de 5-YOnIige flenzen -9 door :.erbind3age.s. resie1.-21i.jk 10-11 tMrvaM: da !:-."O. Jde:1Di! te dan deze der delen 7 "":"7..i.i- en 8-9 andersijds. in de figuren 4 om 5 xij<*bal*v<M'mig<6'elementen weergegeven die -- kan als gt"e8881...oor de nieuwe .enrArlteDde toep8aaUng die door deze uitvinding wordt geopenbaard. Inderdaad, ijn in het alom¯ volgen* figuur , de rela .1a1Wt xi:Jd8ft !!-.!!" J!. door eeD afronding rezpaMivmIijk 15 en 15. met Iat3:f ldeias kromtestraal, tM dlr8......wDDdB. Km ri8dt f" kenmerken "t8rII8 h .. dl.u. 1101&888 ft.a-r 5 ¯t dit 981'8CIaU dat aan laat ..1.4 .1aIt J.ow-JIIIIe81 11 de km.¯-3W fieaaen is-l? zijn -2 cad¯ ¯.7 1¯ &fl"¯ met ver- klohde kr'Cla-t88t&W81.

   U.....1ijk -2. riaww 6 toot - too¯imc 8t G8d81t1lNk- ..p1..t. 91dcbo ái.re o -- t3a vo- reapekt:Ie.....U:J1t n-a-a-l!-l! - n 4Je .... n .8 ad zot .-.erstaBel WcJnMa. 

 <Desc/Clms Page number 5> 

 



   Zoals voorafgaand   beschreven   vertonen deze uit- voeringen een zuiver verklarend karakter. 



   De uitvinding   betre@@     iedere     verwezenlijking   van   zulke     buisvormige   elementen net   grotere   weerstand alscok alle toepassingen van zulke   elementen.   



   EISEN. 



   1.- Buisvormig element ret   grore   weerstand, hoofd-   zalen lijk   van het type zoals beschreven in het hoofdoctrooi, in der mate dat het een niet   cylindrische   doorsnede vertoont, respectievelijk   verschillende   dwarse   afmetingen   in twee dia- setraal   tegenoverelkaar   gestelde   richtingen,   met het   kenmerk   dat het plaatselijke vervorningen   vertoont   over gans de lengte van het   buisvormig   element ten einde de weerstand ervan in meerdere   vlakken   te vergroten. 
 EMI5.1 
 



  2.- Elesent wolgecs cis 1, ment het kenmerk dat de   voornoemde   plaatselijke   vervormingen   de vorm vertonen van uitwendige   en/of   inwendige   ribben   die zich over de ganse 
 EMI5.2 
 lengte van ht bnizvort-ig element uft8t:reJcJcen. 



  3.-   Element   volgens eis 1. met het kenmerk dat de 
 EMI5.3 
 voornoemde plaatselijke vermminom de vorm ver  men van een afkerende verbinding tussen e un1iggeade zijden of randen van het buisvormig element. 



  4.- Element volgetes eis 19 met het tommerk dat de vocmoemde plaatselijke vU'9OftdageD de vorm vertmm van een 7oexwossi vezb3ndsaa tm*--n de aaoiq-n vlaldcm of zijden ven liet: sleseat. bu- El t ment volg¯* eis 29 met hst keaaeric dat het evereenetemt of D8Flt088 owertMnstemt oat :' ga 1. e.- Element volg^ 415 2, met hz2 komerk dat het OWNfJ':.:Jt88t of awgenous ov¯erwtma sert figoor 2 7.- Element wolgene ee 3, met het loasic dat hot ONr.-t88t of n8P8MI t f1281' **WAARSCHUWING** Einde van DESC veld kan begin van CLMS veld bevatten **.



   <Desc / Clms Page number 1>
 
 EMI1.1
 



  8Bu.isYon1i.g element .et g-leg resistorBwejKogen and all applications of this bui & wor8ig e1e8eDt8.
 EMI1.2
 



  The Headquarters discloses bmisformal elements characterized by a particular morphology which is at the same time advantageous for increasing the resistance to deflection of the aforementioned bullets as well as for h1Dl use, due to the great stability with which they can be placed in their support. .



  The tubular elements according to this Upper Patent are mainly characterized in that they have an upper part of cylindrical shape which is extended on the one hand and on the other hand by curved flanges which are themselves extended by

 <Desc / Clms Page number 2>

      
 EMI2.1
 earijàig, oh! .... er.- 1'411 .. d81- that aaas 08d8r to eilld1- ia - .cl8e1te 88't cylimdeiaetMt wazmtMMOFwwn the 8U'8aJ. considerably smaller than this vm left.:. J14 q1i8dri8cb bowBde81. in wam ait ...: 1apY0r8 vsa dase k ..... tube- sos: igs eluates wrtoate <right dotKMtM <ta <) <eross a gewovu * of slemnlgo <. aoO> m Gft "" "do 9OrI8 VaD - aleu" lgat "In mm aodel'e oitroa3ags- 901'11 the rerbind3ng 'tn888i1 becomes the top¯ and the phi cylittdriweh part. of which ds b'aabl.1: nIlan ¯ roguish wm sdri7 Z.aà d.ia, ven:

  & kerd stupid, the Zijuan- 1JIU18Y .. the straight door so4tde an S-worm, ftlepeJctievu1i. wants to show some projected 8-VO +.



  For the reason of the zteede gmAew * 1: Oepa.aiaiilt- vam such bniawomige elesienteu and others meep special. the variety of these t08passiDavemlea the g¯41d0 requirements are getting stricter. More specifically, Larger degrees of resistance required not only against c.rarbc.gfng in vertical plane but also against puncture in 1: IIe perpendicular to each other. * In other cases still this resistance must be considerably increased in planes other than the vertical and horizontal plane, depending
 EMI2.2
 of the intended applications, or of the special influences that precisely occur of the aforementioned applications.



   The applicant has thus been led to study certain modifications of the tubular elements, subject of the main patent, with the insight that it can satisfy
 EMI2.3
 a <"; these êr5" "- h-illende requirements, as it is clear that a single type of tubular element cannot be
 EMI2.4
 met the sometimes contradictory requirements of all applications.

   The improvements exist for this purpose

 <Desc / Clms Page number 3>

 
 EMI3.1
 -.- :. - r - "';; ....: - ... -'1 ...-......'" - ..,.} ') 1:: ...' \, 901 ..- itvittdia meefdMHj 1 * the weXWeaMXttijicem raw 1 "8J T toa Ua end 8n lI8t wa3kn * l w1M r- às WClJlJI.1tvd118 to 4ta ae1iibud18 dia- d888 .... 18.". 11 - ",, - la bet JlDdi'ï - .: t .- <k) 1 t.nd: J1. ja bet flat and Mlfw la cí3as,., 1.-... bat helā-
 EMI3.2
 if e1.¯t we <Mt w fto <mt with CJ'Ot8N 08 red-wa - 1.

   Y8 & let lndnanIia e1118f ".at" t8a <iNd * 't888 ft 1Ik914iH., * EopnPdewu1ijk do af¯ or --fee 481 ..... do buisvcanigre 81eJ rn' "ta ate." Ia the case ..... p1aatse1J.ike da Icrootsstsalea slatíef ic7.e3a sija ta, .il abs. The kIoa ...... gei-aaft parts, the 1Ioek.1d "84ff -; - - $ eO "" ,, "" '1i: Jk are no- wamde ha "" "' t'ceJNI8wfn¯. be dk¯ that are ¯ in order to be able to "" see them again. "" OHM are essential .-. er1i.jJt cm JtuDD8D. He'Row on do 0-chn- de1.¯, 1Something on the rlakke cJeJ.8D, either still on the 8I! iipaat Y8i zalxe rlaldce and / or curved parts.

   By in: & 1I1Jte CIO-, these all t: ec1mics b sal and scan the elements wewozeoijken 88t; large waa4 ii this e1e ..- nteD infinitely 1lte profiles or straight dot.4 "'811eden can vertxmm. lIe1; is du3 eea" "" "a as an example than in the accompanying drawings ut9v-a iaas3a in which the seats in perspective represent a portion of a tubular element with a high temperature according to the invention and in which the characteristics of these various embodiments are combined with each other, resulting in a greater insight. number of natural element = to be realized, figure 1. is a basic element of the type described in the main patent.

   This element

 <Desc / Clms Page number 4>

 
 EMI4.1
 according to the present embodiment is characterized by lee 1ongitudiD <"'11th side ribs 1-? But of the radius R al & c Your height's tooth on the secondary element essm-ie3 changes Line.



  III Figure 2 is a mitovation variation given from Figure 1, in which the biconical element shows a pair of ribs, respectively 3-4 and 5-5 arranged on the one hand and on the other side of the bnis-shaped element and extending over 42 gactte length of time: T: e <The number, the JCJ .-. Oe.testraa.1 alaocac the relative position eau this side rib ± !! are always changeable.



  In Figure 3, a housing element is steer-1, which is very similar to the one described in the main patent. But where the tube part is connected to the 5-sided flanges. -9 by: .erbind3age.s. Resie1.-21i.jk 10-11 tMrvaM: da!: -. "O. Jde: 1Di! than those of parts 7 "": "7..ii- and 8-9 differently. ... for the novel application disclosed by this invention. Indeed, in the omni follow * figure, the rela .1a1Wt xi: Jd8ft !! -. !! "J !. by rounding off rezpaMivmIijk 15 and 15. with Iat3: f ldeias radius of curvature, tM dlr8 ..... .wDDdB. Km ri8dt f "features" t8rII8 h .. dl.u. 1101 & 888 ft.ar 5 ¯t this 981'8CIaU that is on ..1.4 .1aIt J.ow-JIIIIe81 11 th km.¯-3W fieaaen -l? are -2 cad¯ ¯.7 1¯ & fl "¯ with connected kr'Cla-t88t & W81.

   You ..... 1ijk -2. riaww 6 toot - toōimc 8t G8d81t1lNk- ..p1..t. 91dcbo ái.re o - t3a vo- reapekt: Ie ..... U: J1t n-a-a-l! -L! - n 4Je .... n .8 ad zot .-. erstaBel WcJnMa.

 <Desc / Clms Page number 5>

 



   As previously described, these embodiments are of a purely explanatory nature.



   The invention concerns any realization of such tubular elements with greater resistance as well as all applications of such elements.



   REQUIREMENTS.



   1.- Tubular element ret grore resistance, mainly of the type described in the main patent, to the extent that it has a non-cylindrical cross-section, respectively different transverse dimensions in two diametrically opposite directions, characterized in that it exhibits local distortions along the length of the tubular element in order to increase its resistance in multiple planes.
 EMI5.1
 



  2.- Elesent wolgecs cis 1, characterized in that the aforementioned local deformations have the form of external and / or internal ribs extending over the entire
 EMI5.2
 length of ht bnizvort-ig element uft8t: reJcJcen.



  3.- Element according to requirement 1. characterized in that the
 EMI5.3
 the aforementioned local circumference denotes the shape of a diverting joint between the unified sides or edges of the tubular element.



  4.- Element follows requirement 19 with the tommerk that the aforementioned local vU'9OftdayD left the shape of a 7oexwossi vezb3ndsaa tm * - n the aaoiq-n vlaldcm or silk ven: sleseat. bu- El t ment follow¯ * requirement 29 with hst keaaeric that it evereenetemt or D8Flt088 owertMnstemt oat: 'ga 1. e.- Element follow ^ 415 2, with hz2 komerk that it OWNfJ':.: Jt88t or awgenous ov¯erwtma sert figoor 2 7.- Element wolgene ee 3, with the loasic that hot ONr.-t88t or n8P8MI t f1281 '** WARNING ** End of DESC field may contain beginning of CLMS field **.

 

Claims (1)

<Desc/Clms Page number 6> 8.- Element volgen@ eis 3, met het kenmerk dat het overeenstemt of nagenoeg overeenstemt met figuur 4. <Desc / Clms Page number 6> 8.- Follow element @ requirement 3, characterized in that it corresponds or almost corresponds to figure 4. 9.-- Element volgens ei:, 3, met het kenmerk dat het overeenstemt: of nagenoeg overeenstemt met figuur 5. 9. Element according to ei :, 3, characterized in that it corresponds or almost corresponds to figure 5. 10.- Element volgens eis 4, met het kenmerk dat het overeenstemt of nagenoeg overeenstemt liet: figuur 6. 10.- Element according to requirement 4, characterized in that it corresponds or almost corresponds: figure 6. 11.- Buisvormig element met groot weerstande@armogen en alle toepassingen van dit buisvormig element, hoofdzake- lijk zoals voorafgaand beschreven en weergegeven in de bijgaande tekeningen. 11. Tubular element with high resistance arm eyes and all uses of this tubular element, essentially as previously described and illustrated in the accompanying drawings.
BE733510D 1969-05-23 1969-05-23 BE733510A (en)

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Application Number Priority Date Filing Date Title
BE733510 1969-05-23

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0668238A1 (en) * 1994-02-18 1995-08-23 EC Engineering + Consulting Spezialmaschinen GmbH Boom profile
EP2712838A1 (en) * 2012-09-27 2014-04-02 Tadano, Ltd. Telescopic boom

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0668238A1 (en) * 1994-02-18 1995-08-23 EC Engineering + Consulting Spezialmaschinen GmbH Boom profile
EP2712838A1 (en) * 2012-09-27 2014-04-02 Tadano, Ltd. Telescopic boom
US9718654B2 (en) 2012-09-27 2017-08-01 Tadano Ltd. Telescopic boom

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